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HomeMy WebLinkAbout75 WILLOW RIDGE-WESTIN DESERT WILLOW (POOL AREA)WESTIN DESERT WILLOW POOL AREA PROJECT TRACT #35426 75 WILLOW RIDGE PALM DESERT, CA 92260 INDEX: CONSTRUCTION PLAN DIMENSION PLAN CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS CITY OF PALM DESERT MAINTENANCE AND INSPECTION SCHEDULE LIGHTING DETAILS PHOTOMETRIC PLAN LIGHTING ORIENTATION PLAN VICINITY MAPIN : GERALD FORD DR .1 Landscape Plan Final City of Pal Des rt P.W. Dept Date: �/ Reviewed By. Approved By: L-1 ■00 THRU L-1 ■01 L-1.02 L-2■00 THRU L-2.04 L-3.00 THRU L-3.01 L-4.00 L-5■00 THRU L-5.01 L-6.00 L-7.00 L-8■00 L-9■00 L-10.00 PROJECT INFORMATION WEST HALF OF SECTION 4, TOWNSHIP 5 SOUTH, RANGE it EAST, SAN 5ERN,4RDINO BASE MERIDIAN RANK SINATRA DR SINATRA D FRANK DR SITE WILLOW RIDGEIV fLl O Qom[ : the LLWtin D.wwL 3 will. YIII4 ul Q ans cure - - 0 MARKET PL. DR OWILLpL tr Poe# 21 wag COUNTRY GLUE DRIVE NORTH LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga@rga-pd■com WATER CONSERVATION STATEMENT: PREPARED FOR: Landscape Documentation Package Checklist STARWOOD VACATION POOL AREA MELZER, DECKERT & RUDER Tract or Parcel Number: Desert Willow Pool Area ARCHITECTS, INC. OWNERSHIP Assessors Parcel Number(APN): 35426 9511 IRVINE CENTER DRIVE 8801 Vistana Center Dr. Ste 140 Project Location. Palm Desert California IRVINE, CA 92618 Orlando, FI 32821 Landscape Architect 1 Inlgation Designer! Contractor N[ 949.474.8188 407.465.3676 RGA Landscape Architects, 73061 El Pasco, Ste. 210, Palm Desert, Ca. Included in this Landscape Documentation Package are: NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. X 1. Water Efficient Landscape Worksheet CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR WATER BUDGET CALCULATIONS MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING X 2. Maximum Applied Water Allowance.(MAWA): INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. Conventional Landscape: 696,71 100 cubic feet per year Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 696,71 100 cubic feet per year X 3 Estimated Total WaterUaebyHydrozone THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION O Very Low Plant Hydrozones: 100 cubic feet per year COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED Low Plant Hydrozones'. 229.94 100 cubic feet per year a Moderate Plant Hydrozones. 199.28100 cubic feet per year -...-.. LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A High Plant Hydrozones: 100 cubic feet per year LL Turf grass Hydrozones. 10cubic feet per year WATER AUDIT OF THE SITE PRIOR TO THE CITY SIG0 Recreational Turf grass Hydrozones: 1000 cubic feet per year NING OFF OF THE Annual Color 100 cubic feet per year _ C Water Features: 100 cubic feet per year PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER Estimated Total Water Use(ETWU). 229.22100 cubicfee per year THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE X 4. ETWU<MAWA C - INSPECTION AND WATER AUDIT. PLAN SETS C** X 5. Landscape Design Plan -- - Ir — 6. Imgat�4g`<t3� CCU X ion Design Plan \ { I I O� I (=� — INITIA S DATE APl 7. Grading Design Plan REVISIONS DESG I TION TM 14 ADDENDUM #1 S. Soil Management Report 13y: 7c I agree to comply with the requirements of the water efficient landscape ordinance and submit a DATE � gy ■ complete Landscape Document Package. O Date: 112112015 Applicant: Tam Miller _ L ('i��\S� ■ rU ■ ■ CVWD ENGINEERING APPROVAL STANDARD SYMBOLS AND PROD. NO.: R1441 ABBREVIATIONS DATE: 3/13115 SPECIFICATIONS LIMIT OF WORK HDR HEADERBOARD I ALIGN ALIGN ACCORDINGLY SHEET ❑ BOOKS SHEET MATCHLINE TYP. TYPICAL PA PLANTING AREA i — MOUNDING ( NOT TO EXCEED 3:1) CENTER LINE IE PROPERTY LINE +i2ll HIGH POINT OF MOUND (IN INCHES) R RADIUS pN DOWN RISERS CVWD LANDSCAPE APPROVAL O KEYNOTE, SEE MASTER LIST ON SHEET EQ EQUAL WS WATER SURFACE LEVEL Underground Service Alert DETAIL NUMBER MIN MINIMUM � � These plans have been reviewed by the Ceephola Valley Water District in SHEET NUMBER COL COLUMN a Coll: TOLL FREE �� 1 e�� accordanceth landscape Govemernnt n Code,Section in on pent et sob it HP HIGH POINT 532 T1 S P T E R requiring efficient a landscape and fumy on design In cooperation With he ♦ EXPANSION JOINT LP LOW POINT 811 =i focal governing agency (City or County). DIA DIAMETER �7S TRtC� Approval of this drawing by CVWD staff does not constitute approval to p encroach into district and USSR Rightsof-Way. Trees, Owns, wafts, and SCORE JOINT GONT CONTINUOUS HT HEIGHT C� ��� permanent structures of any kind may not be planted or installed in CVWD POINT OF BEGINNING FOR DIMENSIONING SIM SIMILAR TWO WORIONG DAYS BEFORE YOU DIG 9l� OQ encroachment easements Permit or fight -of -way without first obtaining an O.G. ON CENTER OF cxk- enapachment permlltrom CVWD. -- DIRECTION OF SLOPE. 1% MIN. ON HARDSCAPE Dw DECOMPOSED GRANITE � i is /�,� ,- TOP OF WALL(AS MEASURED FROM THE Date I I WAT R GE ENT DEPA ELEVATION DETAIL ADJACENT FINISH GRADE.) L`tf A THESE DRAIIINGS AND SPECDnCATiONs ARE COPYRIGHTED - VW plan M DE LOPMENT,9 ES 'DEPARTMENT BY EGA INC. FOR USE ON T'HI9 PROTECT AND YAY NOT HE (J REPRODUCED IN ANY WAY VMJOUT TBE E%PRMED VIRTEN LANDSCAPE ARCH. CONSENT OF RGA INC. © '16 ■ c u a Z M cc 0 G ■ z z V V n 00 cc 1z L L ,AMs HvU - CITY Of P pRKS DFPT PUBLIC YJ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: SM CHECKED: - PROJ. NO: R1441 DATE; 1/15/15 SCALE: 1'-10'-0' REVISIONS zt ADDENDUM #1 4/21/15 NIT. TM >HEET NO: L-1.00 ENLARGEMENT II II II III III NOTE: NO PERMANENT STRUCTURES KEYNOTES, WITHIN CVWD EASEMENTS. CVWD WILL (D GMU SHOWER WALL. DETAIL 5/L-2.00 NOT BE RESPONSIBLE FOR REPLACING O LIMIT OF WORK PA I �` ` ' R MAINTAINING ANY DECORATIVE O GOLF COURSE TRANSITION ZONE. AND/0 r O BBQ STATION J/L-2.D2. CENTER ON DRIVE UNLESS OTHERWISE NOTED. CONCRETE AND/OR LANDSCAPING ® 5' VIEW FENCE. DETAIL F/L-2.01 INSTALLED OVER DOMESTIC WATER OO ro' CONCRETE WALKWAY - FINISH w/INtEC�RAL COLOR �017 KAHLUA. MEDIUM BROOM FINISH t0 RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYPJ SEE DETAIL /L-2.01 FOR SCORE/EXPANSION JOINT AND/OR SEWER LINES. DETAILS. REFER TO CIVIL PLAN FOR CHANNEL DRAIN. CTYPJ ' ' I O ENTRY GATES. DETAIL P/L-2.04 O DRAINAGE PER CIVIL. ® POOL /SPA DESIGN E DETAILS BY OTHERS. SPA REFERENCE DETAIL N/L-2.03. QQ TRASH RECEPTACLE O/L-2.03. SET ON 24' SQ. PAD. 3-1/2' CONCRETE TO MATCH ADJACENT WALKS IF NOT PLACED ON DECK. DECORATIVE PAVERS. = 70mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE < BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE 760-113-3960. DETAIL L/L-2.02. CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING 3 1/2, THICK BY 8' WIDE CONCRETE BAND SAND FINISH w/ INTEGRAL COLOR a FIBERMESH REINFORCEMENT. DAVIS Y06EMITE BROWN W/ PERPENDICULAR TOOLED JOINTS a 6' O.G. (TYP). v �Z DAVIS - Y06EMITE BROWN 641. 3-1/2 CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM BROOM FINISH TO RUN _ - O ' 1 j Z PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ 6' x 6' GRID OR AS INDICATED ON PLAN TOOL JOINT PA Q I I I / \\ \ I PATTERN TO MATCH PHASE 1 e 2. RE-INFORCEMENT BY CIVIL. r.1 J O LIGHT FIXTURE. SEE PLANTINGS AND LIGHTING PLANS FOR LEGEND. In 1 m Q FLOW WELL, SEE CIVIL DRAWINGS FOR DETAILS. 1 ® CONDENSATE WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. ® 3-1/2' CONCRETE - FINISH W/INTEGRAL COLOR 611 KAHLUA. MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO / .` PATH OF TRAVEL. ALIGN HARDSCAPE WITH BUILDING. -C 1 SPECIFICATION BY CIVIL ENGINEER O`S / \ / / �� CMU RETAINING WALL WITH VIEW FENCE. SEE D/L-200 FOR COLOR AND FINISH AND Q/L-2.04 FOR CITY STANDARD DETAIL �� P ) O / / / i z3 SHADE STRUCTURE DESIGN, DETAILS AND SPECIFICATIONS BY USA SHADE : FABRIC STRUCTURES INC. CONTACT BRIAN / / DONAHUE r14-421-6951. LIGHTING TO BE APPLIED TO MATCH PHASE 2 POOL AREA. CONTRACTOR TO COORDINATE � ELETRICAL SUPPLY. SEE SHEET L-1000 FOR SHADE STRUCTURAL DETAIL AND SPECIFICATIONS. 24 / i 1 POOL COPING 8 SPA COPINGS SAN DIEGO BUFF 5231BY DAVIS COLORS. - \ --1 - O ro CONCRETE CURB. DETAIL GS/L-2.01 6' CONCRETE DRIVEWAY - FINISH w/INTEGRAL COLOR 671 KAHLUA. MEDIUM BROOM FINISH t0 RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYPJ SEE DETAIL /L-2.O1 FOR SCORE/EXPANSION JOINT DETAILS. SCORE PATTERN TO MATCH PHASE ONE AND TWO- ...... 2 - / CMU WALL. DETAIL A/L-2.00 FOR FINISH AND COLORS AND DETAIL B/L-2.04 FOR CITY STANDARD DETAIL 1 _- _— POOL SHOWER -SEE DETAIL 5/L-2.00 FOR FINISH AND COLOR AND DETAIL K/L-2.02 FOR CITY STANDARD DETAIL_ J' — — O OVERHEAD STRUCTURE PER ARCHITECTURAL DRAWINGS. DRAINAGE PER CIVIL ENGINEER / PA x9 POOL PHOTOMETRIC PLAN. SEE 5HEET/L-9.00 r ® DECORATIVE PAVERS ON MORTAR SETTINGS BED. SEE DETAIL R/L-2.04 ORIENTATION LIGHTING PLAN SEE SHEE T/L-10.00 1 PILASTERS. SEE DETAIL E/ -2 00 POOL ACCESS GATE WITH PIL ER E DE L 11 1 II PACD 1 _ 1 , i 111 �1 �11 11 � �i III 111�11 1 1 1 1 1 ii 1 SHEET L-1.01 11 BUILDING 9 1 BUILDING 9 11 1111 1111 1 11 �it 1'1 it 1'1 11 11 t 11 1111 11 11 I i I , 1111 11 1 1 1 1 11 i, �1 1 1 1,1 11 I 11 11 11 1 BUILDING - 9 1 1 G� ISSUED UNDER IIII'11 �11 ` 1 SEPARATE 1 11 i1 — 1 SUBMITTAL-1 - II CD 1 1 1 11 1 -ll 5- 3 4. 1 - 1 1 1 1 " - - w L t. loom i. t _� __ u__ 77- � Wl �W -RID WATERPROOFING KEYNOTE (RET. WALLS) *PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL EXTEND FROM FOOTING TO 2' (MIN) ABOVE GRADE. HARDSCAPE GENERAL NOTES: *STANDARD: - CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT. PLACE REINFORCING STEEL 3' FROM BOTTOM AND 2' FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. *CONCRETE IN HOT SOIL: -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 1 OR HIGHER, WILL CONFORM TO ASTt-I C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO± ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT)± SUPERPLASTICIZER ADMIXTURE (10-I5 FL.OZ. PER 100 LBS OF CEMENT). *CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE. *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. *INCLUDE PENETRATING, MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS. *PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. *ACCESSIBILITY COMPLIANCE BY OTHERS. *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. *ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. o SCORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. A EXPANSION JOINTS - PROVIDE 11/2' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. _= IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY - SCHEDULE 40 PVC 112' TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTING AREA. T.W. TOP OF WALL POB POINT OF BEGINNING *STRUCTURAL DESIGN BY OTHERS. *THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISHES ONLY. *WATERFEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPEC'S PRIOR TO CONSTRUCTION. *CONTRACTOR TO COORDINATE IRRIGATION SLEEvING BETWEEN HARDSCAPE AND IRRIGATION PLANS. SPECIAL KEY NOTES: I. GAS CALCULATIONS PER - FBA 2, SITE PLAN AND PLUMBING SITE PLAN PER - FBA 3. WALL DETAILS PER CITY STANDARDS 4. STRUCTURAL SHADE BY USA SHADE AND FABRIC STRUCTURES INC. m NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10, 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Z Q CLO J Z ��0 �aCU O a:: J 17- I— cf) g03 0. W m a: aw� Z=� F. Z ca IL O W U LLI � U W 0ir SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER: TM DRAWN: SM CHECKED: — PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-0' REVISIONS zi�_ADD9dDUM f1 4/21/15 NIT. TM SHEET NO: L-1.01 ■ NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. . Al CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR GOLF CO RSE MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING i \ INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. \ GOLF COURSE e, t GRID Q 09"�. L / • / BUILDING — 8 \ \ <a --I,SSUED UNDER77 v— — — SEPERATE SUBMITTAL Q / L \ ° a %V ai0� - co \10 \ 7 BUILDING 8 ;�; 0 t 0 /�, , 000000 </ � o_ 1 f ' 1 SEE SHEET L-1.01 FOR CONSTRUCTION KEYNOTES AND GENERAL CONSTRUCTION NOTES. NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10, 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com J 50 W Q CL o W cf)8W W IL W Q w W co ZQQ ® 111 0 F- W W (n � SPECIFICATIONS SHEET ❑ BOOK III PROJECT MANAGER: TM DRAWN: SM CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 1'-10'-O" REVISIONS INIT. zt ADDENWM #1 4/21/15 -W 0_ - - A - - SHEET NO: L-1.02 z d W _A 2- 04 CONT. PLASTER CAP - SLOPE TO DRAIN 04 BAR CONT S' WIDE BLOCK - GROUT ALL CELLS SOLID WHERE REINFORCING OCCURS. 04 BAR CONT. 6 MID HEIGHT 04 0 24' O.C. PERT. 3/4' CEMENT PLASTER FINISH - COLOR 4 TEXTURE TO MATCH POOL BUILDING. NOTE: REFER TO DETAIL Q/L-2.04 CITY OF PALM DESERT STANDARD CMU BLOCK WALL DETAIL FOR REINFORCING AND FOOTING INFORMATION. FOOTING 3/4' CEMENT PLASTER FINISH - COLOR TEXTURE TO MATCH POOL BUILDING. no PLASTER CAP - SLOPE TO DRAIN 04 BAR CONT V WIDE BLOCK - GROUT ALL CELLS SOLID WHERE REINFORCING OCCURS. 04 BAR CONT. ® MID HEIGHT 04 o 24' O.C. VERT. TILE TO COVER ENTIRE FACE OF WALL FACING SHOWER. TILE TO BE SELECTED BY L.A. 7 DETAIL Q/L-2.04 CITY OF PALM DESERT STANDARD CK WALL DETAIL FOR REINFORCING AND FOOTING rloN. CONIC. FOOTING 1/2' EXPANSION MATERIAL 3/4' RAD. TYP. CONCRETE SLAB > EXPANSI❑N J❑INT CONCRETE SLAB 1/4'W x 3/4'D SAWCUT SCORE JOINT > f IIDF_ II—ITIT A U r I ITl AJG1 J WALL SCALE: 1/2°= II-O° JE515HOWEfR WALL SCALE. 1/211= 11-011 SCORE/EXPANSION JOINT 5CALE:NT-5 CENTER NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. FENCE WHERE OCCURS - SEE FENCE ELEVATION (SET 12' INTO WALL) CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR NOTE: MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING REFER TO DETAIL S/L-2.04 CITY OF PALM DESERT STANDARD INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. RETAINING WALL DETAIL FOR REINFORCING AND FOOTING INFORMATION. , . �� w-✓vv-wvv���wv-✓vv-v���✓-v�w�����-vv�-��� STONE VENEER TO is in PRECAST GAP COLOR AND r MATCH ARCHITECTURE STYLE TO BE SELECTED BY LA � � �I REBAR (WHERE OCCURS) 2 � � GROUT ALL CELLS WITH 4' 4' REBAR SOLID. EQ. 4' KEYNOTES= I. BLL� DINGS NE VENEER TO MATCH EQ. 2. STONE VENEER CAP TO MATCH / I=. MORTAR SETTING; .BED Q �( r i t/, "4 T45 CONT. Y� 0 - 0 BUILDINGS , J EQ� 3. STEEL FENCE - BLACK SATIN 04 a 24' O.C. W/ 6' BEND INTO GONG. WALK ;• 'r o � , / FINISH U %%A �iAA/ ' WATERPROOF - 4. STEEL SWING GATE - BLACK SATIN FINISH PER SPECS MORTAR JOINT r 5. KICK PLATE � i 8'x8'xlE' GONG. BLOCK -PRECISION BLOCK WITH �11III �� CEMENT PLASTER FINISH. GROUT ALL CELLS SOLID. CMU WALL ' j' / ' 6. FINISH GRADE AjAA>`AiGOLF COURSE TRANSITION ZONE j- Q %j ' i � / � I � 1. COMPACTED SUB -GRAPE POOL DECK ' 8. TOP OF PAVING WALL 9. CONCRETE FOOTING PER WALL VENEER SECTION � ' ' -�_ � STRUCTURAL 0 CONCRETE FOOTING PER CITY STANDARD RET. WALL DETAIL. "l I - ' ' ' j �- . CMU SUBSTRATE PER STRUCTURAL iv �ivv vv v-.�, wvvwv i Ii. CONCRETE FLATWORK -KEYNOTES, SHEET L-1.00. RETAINING WALL WITH FENCE 11 SCALE: = 1 O� 2 � 12. 3' STEEL FENCE POST - BLACK SATIN FINISH. 13, SELF CLOSING HINGE PER SHOP NOTES: 1 } - 5 of GATE) (POOL SIDE I. ELECTRONIC ENTRY LOCK TO BE PURCHASED BY SVO I 4 -m L EV AT 1 ON j PURCHASING DEPARTMENT AND INSTALLED UNDER BASIC I l / J 14. LATCH PER SHOP DRAWINGS (POOL SIDE OF GATE) CONSTRUCTION BUDGET v i 2. ELECTRONIC ENTRY LOCK TO BE VINGCARE. MODEL TO BE B i % m 15. LOCKING 'L' BOLT PER SHOP CLASIC WITH GREEN LEE) LIGHT DISPLAY. STANDARD LOOK S (POOL SIDE OF = WITH FLARE HANDLE. FINISH TO MATCH ARCHITECTURAL DRAWING �x ORT M 3. PUSH BAR PANIC TYPE HARDWARE TO BE INSTALLED ONw 1. CARD KEY LOCKING INTERIOR OF GATE (POOL SIDE) AT 30'-44' ABOVE FINISH v GENERAL NOTES: IE. MORTAR BED i SURFACE (GEC SEC. 1133 82.5.1) � I � � j MECHANISM 70 MATCH 11 WELD POINT 1 PHASE ONE POOL AREA. IS. MGNICHOLS QUALITY PS/GR 2. LIGHT FIXTURE TO MATCH I 10 \ PHASE ONE POOL AREA. MEGA 3/860 Y PAINTED STEEL � � MESH. SUPPLY PAINTED co SAMPLES OF EACH TO LA. FOR APPROVAL PRIOR TO I APPLYING TO FENCE. FINISH TO fi MATCH PHASE ONE POOL 8 8 POOL SIDE OF FENCE AND C3ATE 1E MORTAR SETTING BED AREA _--�---_ DETAIL KEYNOTES rO �2 ARTIFICIAL STONE 21 IS. LIGHT FIXTURE TO MATCH 2. BUILT-UP GiROUT PLATFORM W/ ANCHOR BOLT ATTACHMENT_ } / X PHASE ONE POOL AREA. SEE - IT 1. LIGHT MIXTURE BASF. RIGIDLY ANCHOR 2' TUBE 22 / SHEET L-500 FOR STEEL TOP SPECIFICATION. TO PIER 3. STONE VENEER TO MATCH BUILDING \ - I 1 RAIL / 20.. PROVIDE CONDUIT AND J-BOX � ,E ITYPI. % < FOR LIGHT FIXTURE. 4. MORTAR BED (TYPJ. �, - CONTINUOUS WELD ALONG o > II4 I' / IN 1', 5. CMU SUBSTRATE PER STRUCTURAL III III � E 3. B 2' JOINT 4 ' E. WEATHERPROOFING PER LIGHTING ( Z III -L III III 1 OPEN 11 TUBE h STEEL - TUB 2i• LAG/ANCHOR BOLT TO MANUFACTURER'S SPEC. a -! - �- STEEL SECURE SHIM TO CMU. MIN 3 / 1. PROVIDE CONDUIT FOR ELECTRICAL. SIZE i -.III-III MAX. , " PER PANEL, AND MATERIAL PER ELECTRICAL - HT 4'- All- ' 3 ENGINEER l - - 1 I_1 2' SQ STEEL TUBE 'SHIM 22. CONTINUOUS WELD ALONG / 11 1 - TO FLUSH OUT GATE/FENCE JOINT. � S. FIXTURE FINISH TO MATCH PHASE ONE. = III - IIIIII 1� Il 18 I� I� j -III III -III III J PANEL W/ ARTIFICIAL STONE. 5 =III III III III \ GAP ALL EXPOSED ENDS. cm 1 L —III III�I 1 111I11 III I1 III 1 OUTSID OF FENCE AN Q GATE 1 IIIIIII1111i1 1111111�III 1111111 II III ILIA I1111 II 1 11111 IIII,III 11111 II ��IIIII III 1i1111IIII,I'.III I I -III -III 11I III II -III II II II -III- II II GATE SECTION WELD ALL CONNECTIONS 4 GRIND ALL WELDS SMOOTH. 1- I XTURE SECTION \ ` ALL TUBULAR, STEEL TO BE FINISHED W/ ONE COAT OF 20 T 9 11 12 9 APPLY PRIMER FAINT TO MATCH ARCHITECTURAL METAL ELEMENTS. PILASTER SECTION Al LANDSCAPE ARCHITECTS, INC. 73061 EL III SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Q O W JQ � a: Z O w a:�gw D Q�� z=CL w Z � 0 U LLI F U Ill N SPECIFICATIONS SHEET ❑ BOOK III PROJECT MANAGER: TM DRAWN: TM CHECKED: - III NO: R1441 DATE: 1/15/15 SCALE: 12-10'-O" REVISIONS ADDENDUM #1 4/21115 NIT. TM SHEET NO: L-2.00 ENTRY' GATE e UJI T�4 F I L AeT Re 1/2" = 1'-0"I NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR 2" SQ, STEEL POST O.G. CONCRETE MOWSTRIP WITH LICsN7 MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING q 6 BROOM FINISH ON ALL EXPOSED INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. 1 1/2' SQ, 14 GAUGE TUBULAR STEEL RAIL SURFACES. COLOR TO BE ly 0 YOSEMITE BROWN TO MATCH !X z BANDING. d 1/2' TOOLED RADIUS 1/2' SQ. 16 GAUGE STEEL PICKET g 4 1/2" O.G. I' IN TURF AREAS FENCE COLOR - MATCH ARCHITECTURAL METAL ELEMENTS. 0 ENAMEL TO BE APPROVED BY OWNER PRIOR TO PAINTING. _ d III—III=III=III= I I— I I III � °� .° a I I I— =111 �I I II I II a I I II I II I I 1 1/2' SQ. 14 GAUGE TUBULAR STEEL RAIL 90% COMPACTED SUBGRADE - CONCRETE BAND. SEE KEYNOTE, "I8. SHEET L-1.0� VERIFY W/ SOIL ENGINEER'S REPORT NOTES- A. PROVIDE SCORE JOINTS a 20'-0' D.G. DIA B. PROVIDE 45' MITERED SCORE JOINTS 6 CORNERS. C. CONC. TO BE MINIMUM 2,5001=51 W/ SHREDDED WELD ALL CONNECTIONS 3 GRIND ALL WELDS SMOOTH. FIBERGLASS REINFORCING. SOILS W/ HIGH ALKALI OR ALL TUBULAR STEEL TO BE FINISHED W/ ONE GOAT SULPHUR CONTENT WILL REQUIRE 4,000P51 OF DUNN EDWARDS CORROBAR 43-5 PRIMER AND CONCRETE. TWO COATS PERMASHEEN (Wc301) SEMI -GLOSS PER MANUFACTURER INSTRUCTIONS. MEW PENCE 6CALE: 1/2 R = I' -0R GICONGfRETECl SC,4LE: NTS SCALE- NTS NOTES: 0 (2 3 r Imo— 2.750-3l4) —+—i I. ELECTRONIC ENTRY LOCK TO BE PURCHASED BY SVO I I PURCHASING DEPARTMENT AND INSTALLED UNDER BASIC ' CONSTRICTION BUDGET 1 1 I 2. ELECTRONIC ENTRY LOCK TO BE VINGGARD. MODEL TO BE I CLASIG WITH GREEN LED LIGHT DISPLAY. STANDARD LOOK WITH FLARE HANDLE. FINISH TO MATCH ARCHITECTURAL w I 1tt BUILDING HARDWARE. 8 m I 0' LL CYLINDER OUTSIDE ONLY (TO cKEDSIDE OFDOOR dI o MORTISE 7122' ,kffl• it lne mce S o:;rrco 1 Z DEEP (0.2187) cynntlencss. ,b not maciune uc cylndttl rhom MORTSE d-V 2 DEEP (4.5000) 1.75D 2 .7!3 _ (1-314) � (2-23/321 _ I I 1.125 I I (1-18 E 1 ' "IDEAS THAT WORK" 1 I I I , m 1 0 ' N M 1 R�fi 1 1 it ll I a �I I a7� ' LLNO I u ¢ < o I � CENifrdNE II 1 ikIKE �2SO I I , _ CENTERINEOTtOCRCASE , 1 1 / 1 , 1 I THUMBTURN 1 HOLE � M I � N I( 1 1 N if}L4;�F ii1- I 1 , y I to 0's0 0 PH 1 I W LOCK K-BXVING a Steel Box For VingCard. i I sHoxN ' 1 Dimensions` 13" H x 5" L x 1 314" W ' 1 �60J� a06� Material: 14 Gauge Steel i I 1 1.106 1.106 K-BXVING-AL • Aluminum Box For VingCard. �r 7L641 salmi Dimensions: 13" H x 5" L x 1 3/4" W Material: .125 Gauge Aluminum PRESTETOOPARE ]AI15.1SE W STRIKETOAUARCNSI 5,1 NOTE. ;STEEL] OR A115.1 W (WOOD) SiANCARDS 00 Available From: ALLHOLESAND SMART CUTOUTARE r THRU THE DOOR, EXCEPT CYLINDER HOLE. 0 A�iili�'• Keedex,Inc- 510 Cameron Street Placentia, GA 92370-6425 m :I: ara c oixscr rlreH cruNoca navel wwoN reHrreHre MB NONE cal 9 f ¢_I l"nite v. 714-993-4300 •Fax: 714-993-4303 o iG re lezna rbnµm•No. oau- a sP aeu"bn 6a1e. e-mail: bestlock@aol-com • www-keedex.com aooa: sera 2PJ2 � 034 April l7, 2002 VINGARD BOX SPEC SCALE: NTS VINCARD BOX SPEC NOT USED SCALE: NTS GATE �4fRD1U/AE 5F C 5H ETA SCALE: 1:1 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com 0 Q W W F H w 0 cr IL SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: — PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-0" REVISIONS ADDENDUM ill 4/21/15 NIT. TM Z�_ SHEET NO: L-2.01 TYPE 10 LIGHT FIXTURE. SEE LIGHTING PLAN BBQ. DCS "535365QARL CENTER FIXTURE ON WALL. BBQ. WHIRLPOOL KB86361TS6 TYPE 10 LIGHT FIXTURE x2. I SEE LIGHTING PLAN TILE TO BE HIMALAYA 12'x 12' LANDSCAPE ARCHITECTS, INC. POOL EIULLNOSE BY NPTG TILE TO BE HIMALAYA 3'x 12' TILE AND STONE 2'_/Q° 73061 EL PASEO, SUITE 210 BULLNOSE CON BOTTOM) BY (wwwnptgonllne.com) PALM DESERT, CA 92260 O O NPTG POOL TILE AND STONE (wwwnptgonllne.com) TILE TO BE HIMALAYA 3'x 12' (760) 568-3624 TILE TO BE HIMALAYA 12'x 12' BULLNOSE. (760) 773-5615 FAX CUT TO FIT. E-MAIL rga•rga-pd.com C C(D 0 0 D® 0 PROVIDE BBQ RULES SIGNAGE BY SIGN WATERPROOFING e o CONTRACTOR 8' CMU STRUCTURE, GROUT AT RETAINING SOLID WITH "3 REBAR 1024' CONDITIONS m O.G. EACH WAY. LSTUCCO TO MATCH STUCCO TO MATCH — I III-1 ARCHITECTURE- ARCHITECTURE. _ —IIIII=1I LI' =11 I I I_I I I I I I_I I I III -III- a SEE PLAN FOR MATERIAL. 11=III- I I -I I I=III— I I l III -III III -III -III J 1= WEEP HOLES FOR -III II -I II-III-III_f' DRAINAGE. EXPANSION JOINT. „ —Tr co DOORS. WHIRLPOOL A Ili ll, fll_Ilr KBAU362TS5 CONCRETE FOOTING. 4-"3 REBAR CONT. NOTE: REFERENCE CITY OF PALM DES T STAN A — ER D RD "3 REBAR 18 O.G. HORIZ. 3 RETAINING WALL DETAIL FOR ADDITIONAL WALL � c<1 CONSTRUCTION INFOR�IATION. PLUMB GAS LINE FOR BBQ. GAS SHUT OFF VALVE BY O CONTRACTOR W ,Q BBQ ELEVATION 0 w Q BBO SECTION Z oc 550 15L AND O W pp w SC,4�� = I _ �� Q � - � O co LE- v 2 1 � � W NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. a , ._� Q U CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR 1 Z Q Q MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING SEE PLAN FOR DECK MATERIAL c� � INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. EXP. JOINT W/ EXP. JOINT SEALING COMPOUND. cr) (n COLOR TO MATCH DECK. SEE DETAIL-C, SHEET L-2.00 l� W QUICKCRETE COPING Z (4) SHOWER HEADS AT 90 DECREES QB SERIES WIAsx COLOR. Pro-T-f COPPER SEE POOL CONTRACTOR O PLANS FOR POOL DEPTH, <;� Wki(1(HAND{HAidDICAPHEAD CODE AND MARKERS. U =�{�rJ SR'ISS (MODIFIED) 5�)() I)BS',; v2% MUST DFPEND SLE - Y FOUNTAINS r s CovIIz CONCRETE PAVER - L- I I I R WL 1 3 I/8' MIN. THICKNESS LLLLL W IS^CAP j\ �LLLL POOL TILE TO BE NPT 6"X6' HLMULTI - MIALAITA a"S$ PIPE I' BEDDING SAND /�� L L L L i 1/2' 1- \\/ LLLI W W 3 1/2' CONC. SLAB \\%�\\ L L L W CI_?T(:)hI GEO TEXTILE UNDER BEDDING; SAND -COVER �/\\//�\ LL FINISH TO BE WHITE PLASTER_ _ a r� JOINT S AND TURN UP AGAINST CURB \�/��/j\�/ LL! c ... )) :.{. y} On appai side S1j $krnr�exhead I. 5 slvwez head \/\\/ L L - - ................ I HmhI:apl,aa — f-xa aph�aa SAND -FILLED JOINTS g„ 6,. �� Shonvexhead ((• )} $h�werhead m Note: Z valves are 3114` ��� 3114" :+sMted-va1.Es.} Handicap pash6uticm1. "r=! Handicap guh6utkn STRUCTURAL ENGINEER'S CALCS. TO s{ F_ % 5 5 BE PROVIDED BY POOL CONTRACTOR--skonrerhead—I--slrn�ver head 31 A" 3114" _ —+Fmiwash pushburinn----FaAwash pusht�ui3�n slnmrl ad 25li2' 7S1n2 U III-1 II II II III11 II II III Ii11 IIII LI 11 11l11l -1 -1.1 1-1 III-1 '� I I I=1 I II I I I=1 i 1=1 I I III- - d III III f l I -III -I I I_I I I�I I I ill=i I I I I I=1 I I_I 11=1 11=1 I I -I I =1 I I -III -I Foota�ash 3 p III -III I �.-1 I I- 1= I -I �-III-I-i I I I I -III III -I I I I I- I -III -� T- 7 I I=III 11 I_I I I III Ili I I I III -III I I I I I I 1 11 11_I 11-I I_I 1= I I I I L-III III -III 11=III :.III=III-III III=111 111-III III -III ..III-III-11 v? ACCESS DOOR ACCESS DOOR CLASS 2 ROAD BASE, CRUSHED AGGREGATE, �- GPTIONALTEMKATE` COMPACTED TO 95% L r i' .•t= 5 y.; 9(d' COMPACTED SUBGR4DEco 7. 777777 NOTE: SHD_VJN W/0PTT0NA L NOTE: SAND SHALL BE POLYMERIC SAND TEMPLATE KIT �8,:� AVAILABLE THROUGH LOGICAL RESOURCE. APPLY PER MANUFACTURER SPECIFICATIONS. CONTACT FARLEY b` . PAVINGSTONE FOR ADDITIONAL T INFORMATION, SHEET NO: ENLARGEMENT L 2.02 -O 15�40UJEfR SCALE = NTS ��N� � T ��� �� SC,4LE= NTS � ���L ��E SOLE: NTS SPECIFICATIONS SHEET ❑ BOOK � PROJECT MANAGER TM DRAWN TM CHECKED - PROJ. NO: R1441 DATE: 1/15/15 SCALE 1"-10'-O" REVISIONS: ADDENDUM 41 4/21/15 NIT. TM SPA PLAN VIEW STAINLESS STEEL —HAND RAIL TILE TO BE 50% DARKER THAN POOL FINISH. WHITE PLASTER FINISH ivv�ivvvi o SPA SECTION ❑0 DECORATIVE PATTERNED TILE PATTERN TO BE SELECTED BY LANDSCAPE ARCHITECT. SEE PLAN FOR DECK MATERIAL bo ,� SPA SECTION SCREEN/PRIVACY WALL ELEVATION TILE TO BE 50% DARKER THAN POOL FINISH. WHITE PLASTER FINISH e CEMENT PLASTER CAP SLOPED 1% AWAY FROM SPA. COLOR TO MATCH BUILDING. NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. CMU WALL SEE SHEET WI.1. FOR WALL DETAILS. CEMENT PLASTER ON EXTERIOR TO MATCH BUILDING AND DECORATIVE TILE INTERIOR SEE PLAN FOR DECK MATERIAL CEMENT PLASTER CAP SLOPED 1% AWAY FROM SPA. COLOR TO MATCH BUILDING. CMU WALL SEE SHEET WI.1. FOR WALL DETAILS, CEMENT PLASTER ON EXTERIOR TO MATCH BUILDING AND DECORATIVE TILE INTERIOR POOL AND SPA SHELL DESIGN AND HYDRAULIC DESIGN TO BE BY POOL CONTRACTOR - WATERLINE TILE TO BE SELECTED BY LANDSCAPE ARCHITECT, WATER LINE MANUFACTURER: CHANDLER MODEL: CHANDLER CHT COLOR: 806 SAND BEIGE FINISH: LIGHT SAND TRASH RECEPTACLE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTACT MANUFACTURER FOR CUSTOM SIZES. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 600-015g. I r _� ASH URNS &TRASH RECEPTACLES: CHANDLER LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pd.com Q O W �Q 0 ��a �aU 0 ca w8w �- w CL W U ° - ° D QW.3 z=(L Z w 0 U LD J 0 w 0 = nr co IL SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: — PROJ. NO: R1441 DATE: 1/15/15 SCALE: 19-10'—OW REVISIONS �—ADDENDUM 0 4/21/15 NIT. TM SHEET NO: L-2.03 eIL SCALE: 2° _ 11-0" TfRAS� i�EC fTACL SCALE- NTsl i Al a FLAN VIEW CONSTRUCTION KEYNOTES 1. (o"x�o" STEEL POST 2. 2" x2" STEEL FRAME 3. 3/4" SQ STEEL TUBE 4 LOCKABLE CANE BOLT. 5. GONGREtIE fNCz" 6. PAVERS, SEE DETAIL L/L-2.02 -1. HEAVY DUTY HINGE SUPPLIED 5Y GATE CONTRACTOR 5. STEEL FENCE, SEE DETAIL F/ L-2.01 13. STEEL SLEEVE/ RECIEVER FOR CANE BOLT 10. COMPACTED 5U5GRADE 11. BEDDING SAND 12. ROAD BASE 13. STEEL SLEEVE WELDED TO FRAME TO ACCEPT CANE 50LT 14. CMU CEMENT PLASTER WALL, SEE DETAIL I/L-2.00 15. CONCRETE FOOTING SURROUND FOR CANE BOLT SLEEVING. CENTER BETWEEN POSTS. FINISH AND COLOR TO MATCH BANDING. L VAT I ON V F 1'— An 6Q ENT. A 1 I NT - A N.T.S. NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. ENLARGEMENT-A/THIS SHEET 0 WELD ALL CONNECTIONS E GRIND ALL WELDS SMOOTH, ALL TUE5ULAR STEEL TO 5E FINISHED W/ ONE GOAT OF DUNN EDWARDS GORRO5AR 43-5 PRIMER AND TWO COATS PERI'1A5HEEN (W1501) SEMI -GLOSS PER MANUFACTURER INSTRUCTIONS. SCALE: 1/2"=l'-0" PAVING SLABS, MIN. 2" (50 MM) THICK FLUSH 1/2' (13 MM) LATEX MORTAR JOINT, TYPICAL 3/4" (20 MM) LATEX MORTAR SETTING BED CONCRETE SLAB W/ REINFORCEMENT MIN. 4" (100 MM) THICK CRUSHED STONE SUBBASE MIN. 4" (100 MM) THICKNESS COMPACTED 6U5GRADE PAVER INSTALLER NOTE: PAVER INSTALLATION TO 5E DONE 5Y AN ICPI CERTIFIED INSTALLER. INSTALLER IS RESPONSIBLE TO INSTALL THE PAVERS PER THE LATEST DETAILS PROVIDED 5Y IPCI. 6'-0"MAX #2TIES #4 HORIZ. ATTOP COURSE #4 HORIZONTAL REBAR AT 24" ON CENTER B" CONCRETE BLOCK 2-3/4" MAx. #4 HORIZ. AT 24" ON CENTER [:IIIIII "H1" �RAINAGE SYS. (12 BLOCK) FINISH _ SEENOTE5� GRADE +- Y IIIII_IIII= IIII=_IIII ? ._IIII-11f X-B R(3) #4 Z-BARS KHORIZOnTe- / a _--RES 12" J TYPE 2: 6" HEEL 2 1F7 FORM AFTER COURSE #4 HORIZ. AT 24" ON CENTER B" CONCRETE BLOCK .�H.. Y-BARS 6'O"MAX4 2-3/4" MAX. (NOT SHOWN TO SCALE) #4 NORM AT 24' ON CENTER — 3" MA • s•• IXiAINAGE SYS. (12"'B BLOCK) 5 SEE NOTE i FINISH GRADE IIII- •.711 -_ '4 -_ X-BARS 12" t T 41 j_..-- Z-BARS 1 (2)-#4-I •K HORIZONTAL ReBaas 12" >I, TY .F 6 TOE - ,- GRADF, 'H (WAIL HEIGHT) (42"5LO'G - H1°M36 K {.SAPS _ Y R4R5 ZBARSCONDITIION (KEYDEPTFI) 5'- 1" to 6 0" 24"#4 @ i6" #4 @ 32" #4 @ 11'• 30"SLOPING GRADE 4'.1"to 5'-0" NIR#4@16" #4@16" #4@12" 25" AT TOP OF WALL 3'- 1" to 4'- 0" NIR#4 @ 32" #4 @ 32" #4 @ 32" 1 MAX) Up to V. 0" NIR#4 @ 32" #4 @ 32" #4 @ 32"to 6 - 0" 24"#4 @ 24" #4 @ 32" #4 @ 24" 8" EV EL GRADE 4'. 1" to 5 - 0" NIR#4 @ 24" #4 @ 24" #4 @ 24" T" AT TOP OF WALL 3' 1'to 4 0 NIR 24 #4 @ 32 N4 @ 32" 14 @ 32" 5" Up to 3' 0 NIR 21 #4 @ 32 #4 C. 32" #4 @ 32" NIR uo-fEL — G 11ADL CO N6LT O'N � "H fW AZT. H`T) C`RR y _ , +XVm ."y - n l'AI �'v �•'^B'9• .fCVF '8t• tL ''� 3}Pi 9 Im X BARS Y B4RS 28ARS K.. ". -(KEY DEPTH) tH21G "6 V 24' 39" F4 @ '16" rt: i- 32" #1 a 12" 28" SLOPING GRADE 4'- 1" to 5- 0" FOR 29" #4 @ 16" #4 @ 16" #4 @ 12" 22" Al FOP OF `N Af I- 31� 1" to 4% O" NIR 24" #4 @ 32" #4 @ 32" #4 @ 32" 15" (2.1'MAX) UP to 3'- 0" NIR 18" #4 @ 32" #4 @ 32" #4 @ 32" 8" �._-.._ s . 1' to 6 - 0" 24" 33" 94 @ 24" #4 @ 32" #4 @ 24" 18" LEVEL GRAPE 4'. 1" to 5 0" NIR 26" #4 @ 24" #4 @ 24" #4 @ 24" 13" AT TOP OF WALL 3• 1" to 4.0" NIR 20" #4 @ 32" #4 @ 32" #4 @ 32 1" Up to 3' 0' N!R 20" #4 @ 32" #4 32" #4 @ 32" NIR NIR = NOT REQUIRED 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE RETAINING WALL DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. FOOTING OPTION "A" RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF PALM DESERT RETAINING WALLS (760)776-6420 I ..., PALM DESERT . CA 92260 _ FAX(760)776-6392 11/13/2014 1 RCLMNRETWALLPNI_PDVsO I PAGE I OF FOOTING OPTION "B" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) - 6" OR 8" BLOCK HEIGHT FROM TOP #4 HORIZONTAL AT 32" MAX. O.C. - HEIGHT FROM TOP OF FOOTING (USE BOND BEAM BLOCK) OF FOOTING SEE TABLE "A" SEE TABLE "B•' FOR REBAR SIZE FOR REBAR SIZE ANDSPACING AND SPACING ILOCATEREEAR INCENTEROFCELU I.TEREBARINCENTEROFlELO FINISH GRADE LL (1) - #4 REPAIR ri 11 .,y, III II ONTINUOUS Fr (2) - #4 REBAR_ o' CYC �,IIIII��I coNnNuoue IIII= REVERSE DIRECTION OF W HOOK ON EVERY (F�ING WID OTHER DEBAR SEE TABLE "A" VERTICAL REINFORCEMENT "H" " W • 3' 17" #4 @ 48" O.C. 4' 20" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. 6' 29" #4 @ 24" O.C. • (FOOTING WWIDTH) ALL FOOTINGS ADJACENT TO SEE TABLE "B" I SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. BOTTOM q("T OF 5' MIN .4 B" VERTICAL REINFORCEMENT H" "W 3' 1 9" #4 @ 48" O.C. 4' 22" #4 @ 48" O.C. 5' 29" #4 @ 48" O.C. 6' 34" #4 @ 24"O.C. FOOTING NOTES: CHECK WITH THE BUILDING DEPARTMENT TO VERIFY IF A BUILDING 1 REQUIRED,. 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF -PERMI MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS WHEN A PERMIT IS REQUIRED, THE FOLLOWING NOT A RETAINING WALL. INSPECTIONS ARE REQUIRED: 2) FENCE HEIGHTS ARE REGULATED —CONSULT ZONING 1) FOOTING; EXCAVATION TRENCH CLEAN WITH REGULATIONS BEFORE BEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTED 3" ABOVE AND 3) NO WATER COURSE OR. NATURAL DRAINAGE SHALL BE AWAY FROM THE SURROUNDING EARTH/DIRT. OBSTRUCTED. 2) REBAR/PRE-GROUT; BOND BEAM REBAR AND 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. PLACING GROUT. 5) ALL REBAR TO BE ASTM SPEC. A61 5, GRADE 40 MINIMUM. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. DECORATIVE CAP PLACEMENT. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM "SEE PAGE 2 FOR ADDITIONAL INFORMATION` CITY OF PALM DESERT - DISCLAIMER: }'' e ` BUILDING DEPARTMENT ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED FREESTANDING BLOCK WALL ANALYSIS. USE OF THIS STANDARD DESIGN -. IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST (760) 7766420 73-51 O FRED WARING DR. PALM DESERT. CA 92260 FAILURE OR DEFECTS. F177,760)7766392 1 I1/13/2014 ftCLMNcorvwulFNLPO.Vso PAGE1 OF2 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUFTE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAID rga•rga-pd.com SPECIFICATIONS SHEET ❑ BOOK III PROJECT MANAGER TM DRAWN: TM CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-0' REVISIONS ADDENDIMII *1 4/21/15 NIT. TM Z�- - - Z - - - SHEET NO: L-2.04 ACC �55 GATE FAVfR5 ON 1lOiRTAfR &ETTING BED .T.5. I � I Cl�-Iu' E3LCC< WALL N.T.S. LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER: TM DRAWN: - CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 1'-10'-O" REVISIONS ADDENDUM *1 4/21/15 NIT TM ZL- - - SHEET NO: 3.00 i / r EE ELF NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. NOTE: IRRIGATION -SCHEDULE CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR SEE IRRIGATION AT BUILDING -9 MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING SYMBOL MANUFACTURER MODEUDESCRIPTION Psi GPM RADIUS DETAIL REMARKS INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. FOR CONNECTION REFERENCES 1O2 Rain Bird 1800-1400Flood 30 .5 o I ® i 3/4 " ;5 co (� i �lz co O „ Q NOTE: I I �N \ \ Self -Watering Reservoirs I C V 1" 11 C-9 1 " 3.08 Flood Bubbler on fixed riser V Rain Bird Xed-Bug Emitters 30 1-2 GPH 0 d Use XB-10PC-1032 Emitters on plants that are Low and Low/Moderate water use. Use XB-20PC-1032 Emitters on plants that are Moderate to High water use. See planting legend for City of Palm Desert Plant Water use requirements. I9 Rain Bird XCZ-100-B-COM K Drip Control Kit, 1" PEBS valve, 1" Basket Filter, and 40psi Pressure Regulator, 1" Ball Valve. in Toro FCH-H-FIPT L Automatic Flush Valve, plumbed to flush lines at the end 8 drip pipe runs. Rain Bird PEB C Electric Remote Control Valve J Rain Bird 33ORC E 3/4" quick Coupler Valve, two piece body _+ Niboo T-FP-600 D Class 125 bronze full ported ball valve, same size as pipe diameter. - Griswold 2000 1 F Normally closed solenoid master valve. �A Existing (near tennis courts) Rain Bird ESP-LXD Tyro -Wire Irrigation Controller B with ET Manager ETG-LX. Include (2) ESPLXDSM75 Expansion Modules. Mount Controller in Strongbox Stainless Steel SB-16SS Enclosure. r Use FD TURF Series Two -Wire Decoders at each valve grouping. (Model # to be determined by the number of valves in the group). Use LSP-1 Line Surge Protection every 500 lineal feet. Use #14 AWG Two -Wire Communication Cable. (Controllers installed during phase 1 construction. Continue wire run for ALL phases per manufacturers specifications.) Contractor must have two wire installation experience and training. _ Training available through High Tech Irrigation. (760) 773-9224. at Restroorns; Area /J��(// \ �� ` Reservoirs available front I ©9F3 New 1-1/2' Water Meter and 2" Backflow Preventor to be installed by CVWD. A Garden International / / / Irrigation Lateral Line: PVC Class 200 (SEE PLAN FOR PIPE SIZING) O Tek 714544200 / / / Irrigation Mainline: Pipe up to 1-1/2" to be PVC SCH 40, O 3/4,r f / _ \ Pipe 2" and larger to be PVC Class 315. = Pipe Sleeve: PVC Schedule 40 O / � \ Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. of irrigation pipe to allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 / v /X / / I; - -\ inches beyond edges of paving or construction. Valve Callout / / / # Valve Number Valve Flow / Valve Size Water Use Calculations / POOLAREA Zone No Total Tree and Shrub Square footage ' Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage J Recreational Turf Square footage 0 Number of lams by water use %of Total Landscape Square Footalle Very Low i 0 0.000 0.00 Low 300 0.743 13294.31 M9 104 0.257 4608.69 HI h 0 0.000 0.00 Total 404 1-00 Maximum Applied Water Allowance Water Adj. Total Sq. Conversion Factors Zone No. Eto MAWA 0.62 748 Factor Ft, Conventional 5 93.90 0-5 17903 0.62 748 696.71 Landscape Recreational 5 93.90 0.82 0 0.62 748 0.00 rrt TOTAL MAWA 696.71 9 SHEET L-3.(M SEE IRRIGATION PLAN FOR �' - -POOL AREA FOR LOCATION OF MAINLINE&- BUILDING 9 \\ Estimated Water Use \ \ GATE VALVES (POC FOR BLDG 9). ' \ \ �BUILDING � � 1'1 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: \ 1 r 1 1 �', '. l� ', 11 Drip / Bubbler / Micro Spray 5 0.9 13294-31 2 Low 1 I ' BUILDING 9 _ ISSUED UNDER Season Zonal Ho Value Plant Factor Area sq. ft.0.62 Conversion Factors Fstmeted Water Use 748 in. Hf. Spring 20.64 0.20 13294.31 0.62 748 0.9 50.54 Sumner 5Z29 0.20 13294.31 0.62 748 0.9 140.29 Fan-VMnter 15.97 0.20 113294.31 0.62 748 1 0.91 39.11 TOTAL I I 1 1 229.94 SEPERATE ' 1 %%% SUBMITTAL Plantlirrigation System Type: Zone Irr. Eff.- Area Seasonal Plant Factor: 1 Drip/Bubbler/Micro Spray 5 0.9 4608.69 3 Mod Season Zonal Ho Value Rant Factor Area sq. ft. Conversion Factors Estirneted Water a 0.62 748 tri. Hf. Spring 20.64 0.50 4608.69 0.62 748 0.9 43.80 Sumner 57.29 0.50 4608.69 osz 748 0.9 121.58 Fal-Winer 15.97 1 0.50 46W.691 0b2 1 74e 1 a9l 33.89 TOTAL I I I 1 1 109.28 Estimated Total Water Use 429.22 199 [DER W Water Efficient Landscape Worksheet POOL AREA APPLICANT INFORMATION Name of Project Applicant: Luke Taylor Telephone No: 760-568-3624 Fax No: 760-773-5615 Title: Designer Email Address: Luke@rga-pd.com Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste. 210 City: Palm Desert State: CA IZp Code: 92260 SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Circuit No. Plant Type(s) Irrigation Method Area (Sq. FL) %of Landscape Area C-7 3 LW / MW B 1000 5.59% C-8 4 LW / MW B 800 4.47% C-9 7 LW7.MW D- 16103 89.95°k P011 CVWD LANDSCAPE APPROVAL ter_■���■���■�-'�■��--■��r_■�� _ i 41 LUMIT • it 1 E DG _ 1 � as NORTH \ SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10, 6 0 accordance with California Govememnt Code, Section 65591 at seq Ott P T E R requiring efficient landscape and irrigation design in ccopera8on with the local governing agency (City a County). O/STR'1C� Approval of thisdrawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may notbe planted or Installed in CVWD and USER easements or right-of-way without hrst obtaining an encroachment permit from CVWD. 5 1 5 Date I WATER 7 GEMEN DEPA L42205 CVW Pta1 an # r 1]F I hP FN R .FR nFPARTMFNT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-lad.com Z Q �Wa IL�QU Z w0°C w 0 W O cn o�o 0 CO list Q �n CL r V r- W W J F_ I- U _ Cc IL SPECIFICATIONS SHEET 0 BOOK PROJECT MANAGER: TM DRAWN: - CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 10-10'-0' REVISIONS ADDENDUM a1 4/21/15 NIT. TM SHEET NO: 3.01 BRASS NIPPLE (IYPJ PREP GAUGE TAP 4 PLACES ELL ((>-2(10 PSI) GATE VALVE 22LACE FACE) REDUCED PRESS( P BACKFLOW PREVENTE R ELBOW (BRASS) GATE VALVE O BRASS NIPPLE HYBRID CONTROLLER APPLIED E NCL (OR EOUAU 12'XW PLASTIC BOX + (OVER W/ LOCK TOP MAWM IRRIGATION VALVE COLOR TO MATCH SURROUNDING BOX BOX TO BE PLACED SOL (TAN N DG. AND GREEN N LAWN USE LAVENDER AT RIGHT ANGLES BOX FOR ATER APPLICATION. TO HARDSCAPE EDGE VALVE SEGUE NCE TO BE PANTED ON d � EACH BOX P$ APPLIED ENG. (OR EGUAU ROUND PLASTIC — BOX + COVER COLOR TO MATCH SURROUHDNG SOIL (TAN N D.O. AND GREEN N LAWN) USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. COVER MARICED RRIGATION BALL APPLED E3VG (OR EOUAU ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDING SOL (TAN N D.G. AND GREEN N LAWN) USE LAVENDER BOX FOR FAMED WATER APPLICATION. � TEST c0gc (IYPJ UNION A),x x x x x x RNISH GRADE 4 PLACES PRESSURE SUPPLY STAAI�R � 0 CONNECT WIRES BY SOLDERING TOGETHER + x j x x x A 9 x / x x x LINE -DISCHARGE WATERPROOFING. USE AN UL APPROVED x x x x<< x x x x DISH GRADE ° MESH MODEL •� UNOF�'LORO(NPD WIRE SPLICE KIT .'.. LAWN AREAS G CURL TYPE EXPAN- x x x FINISH GRADE O �' MALE ADAPTOR SION LCOPOA 24') SHRUB AREA i PEDISTAL BRASS ELBOW MOUNT FINISH GRADE NON PRESSURE LINE LAWN AREAS FRIG HANDLE PVC LINE PPE 4' THREADED NIPPLE �� �T a ' '.` SCH SO r FINISH GRADE FINISHES GRADE SOLBJCXD y SHRUB AREAS e e » ° ` g3 3' ELL SCH .:' •^ . `^ •" 'e4� •� es P2 , ` PEA GRAVEL FLOW r y Imo. �•a PRESSURE SUPPLY LIB (SEE SPECJ STREET ELL 40 STREET ELL BRASS ELBOW FLOW RNISHI GRADEYtE;$e ee b" eg; (MIN 3 CU. FTJ PVC SCH 40 MALE .. :� PEA GRAVEL (MN2 CU. FT) TEE (THREADED OUTLEn 1T THREADED NIPPLE SC•I80 PRESSURE SUPPLY PRESSURE SUPPLY LWE FirIIrG(SEE LINE MAKE .d 8PECFiCATOHN) $ 18' : VALVE y PVC LINE WE MW 3CFE 80 :BALL USE T.O.E.NIPPLE NOTE; COMMON WIRE ., L EOUPMENT TO BE INSTALLED AT A MINIMUM OF 12' FROM WALLS, CONTROL WIRE , BU DINGS, ETC. Z ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONEM COAT 2' PVC SCX 140 CONDUIT NOTE- INSTALL CONTROL VALVES MINIMUM OF 3FT. APART Y :•• ti' .: `•':: � , •• i • SCH 40 RED LEAD PF&ER AND ONEM COAT PANT' AS SELECTED BY ARCHITECT AND FMINGS N SHRUB AREAS UNLESS OTHERWISE NOTED. 3. WHEN UNIT 0 NEXT TO BULDNO, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE A BACKFLOW PREVENTOR (INSTALLED BY CN.W.D.) B AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORTED BALL VALVE j E QUICK COUPLER VALVE F I TO VALVES LEGEND I RAN BIRD XEF -SPRAY OR XERFBUBBLER OR XERI-BUG EMISSION DEVICE (SEE IRRIGATION ECUPAENT LEGEND EAR MODEL 0. Z RAN BID MODEL #PMP:PA24 POLY FLEX RISER (LENGTH AS RECUFEED). 3 D.G. OR MULCH BED. 4 FINISH GRADES S PVC PI TTNG IS x S x 11T FIPT). 6. PVC PPE NTH PER SPECIFICATIONS). NOTE: PLACE EMITTER AT FOCI Or PLANT ROOTBALL J DRIP EMITTER 9L SECTION zoom (D RPNN BIRD 6B SSR m EIPGTR e, t:Owwtm VALVE Q x12' e MFrPoa:d 1iAj']01 ' Q CHAZI5rm ID.TA& - NktORE0 TO MATCH ORAY098. 4 FIiISM 5RP�0'E. 5 E dr, s p'tC 6 TVPS "K" COPPER PIPE WTrH BRASS FLTTINBS FROM P_O.C.TO M.C.V. T COMIHONI BRICK(4 MWIREVj ` , 9 COMHDM HIM TO P1Tt!R VALV1 CM 'AYA' coNlRau.L3a. 9 'J!4" C V--* I mom a, OEM, IGt YES FVWM COH ROL LM kZN'RtOL YAW TO RE ORANNE IN GOLORp tl PVC SC41E1R.L 40 PREP. I2 PYL SKS QO At. ELL I6 �" 13 VA E CCAfEGTOR� i t WN LINE F ITMNS Hr aOL"vw VELA a nLer. Ib 00L WIRE PEE{ 517ECIFLGA'TOHS TO P.O,C, ® 5 BY GVWD i?$a pb°•g�q'oy 4 a o•° IQ Do •O q 6 9 ti MASTER VALVE HOOKUP APPLED ENG.(OR EOUAL)12'x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. 3' MIND - 9 K DRIP VALVE CONTROL ZONE KIT: RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE,100PESB VALVE, OKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR.) NOTE: BOX + COVER COLOR TO MATCH INSTALL AT LOWEST POW SURROUNDING SOL (TAN N D.G. AND AND/OR AT END OF LATERAL GREEN N LAWN USE LAVENDER i BOX PIPING AS NEEDED. FOR RECLAIMED WATER APPLICATKXd FINISH GRADE d 1— e e' SEE PLAN CE FOR SI ° e° -I I - TORO FCH-H-FIPT AUTOMATIC SELF FLU91 W END VALVE FILL Box WITH V2' PEA GRAVEL — L AUTOMATIC SELF FLUSHING END VALVE G I n NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. NOT USED L AUTOMATIC SELF FLUSHING END VALVE MAX WIDTH 12' Y—FILTER RCV I PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 0 TO 180 GPH 3/4" PIPE 181 TO 360 GPH 1" PIPE 361 TO 840 GPH 1-1/4" PIPE 841 TO 1440 GPH 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. M TYPICAL EMITTER LAYOUT DETAIL CENEFIAL INSTALLATION NOTES L 8141INKLBR IRRIGATION PLAN S DIAMAMAATIC. FINAL LOCATION OF PFNU WILL BE DETERMINED AT THE OF NSTALLATON MANLNE AND LATERALS SHALL BE RACED N SAME TRENCH WHEN POSSIBLE EOUFM9NT SHOWN N PAVED AREAS S FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLANTED AREAS. Z INSTALL ALL EOUPMENT AS SOWN N DETAILS. ALL EOUPM8i17 REOMED MR NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTUCTOR 3. ALL EOUPMENT SHALL E INSTALLED N ACCORDANCE WITH MANUFACTUEYB P48TRUCTIONS AND SPECI I ATIONM 4 eACI(RLow PROTEcmN UNIRB) SHALL E INSTALLED N ACCORDANCE WITH LOCAL OODE. 5. IEROATION CONTRACTOR SHALL E R:BPOHSEE FOR PROPER WORGAARSFf DUPING INSTALLATION. 6. ALL MAINLINE PRO SHALL HAVE A immum or Er coVBR (PA• UNDER ROADS AND S IREEM AND 2A• F KOBE R MKI SEALED PPD. ALL LATERAL PPNG SHALL. E TRENCHED A LlIAIM OF TY DEEP ALL CONTROL WIRE GONG UNDER DRIVEWAYS AND SLEETS SHALL E SLEEVED N A PVC PPE LATERAL PRIG GONG UNDER DRIVEWAYS AND STREETS SAIL E SCHEDULE 40 PVC. 7. ALL VALVE CoNRDL WE SHALL E INSTALLED N SALE TRem WITH MAINLINE WHEREEVER POSSIBLE AND SHALL E SOLD COPPER AWG 414, TYPE UF, DIRECT BURIAL WIRE USING SNAPITTE OR BCOTCFLOC WIRE CONECTOR& S. ALL TRENCH SAG.TiL SOL 84A L E CLEAT, FRiEE OF ROCKS, TRASH, CLASS, 8CLVBNT AND cB,@IT CONTANEiB AND RAoa CONTACTOR SWLL COMPACT ALL TfENC B8 To A DENSITY EOUAL TO TIE UDSRREED SOL AND SHALL E RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE 9. coNARACTOR SHALL PLUSH ALL PPE LINES PRIOR To NBrALLNO SPRINKLER FEADEL 10. CCNRRACTOEi SHALL INSTALL VALVE BOLE AT GRADE OVER ALL B.6CTPo VALVES AND NSIALL ANTFORAN VALVE AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE tt CONTRACTOR SMALL AWUST ALL SRNOEi6 AND VALVES FOR PROPER OPERATION AND OOP SMI KLE S ALONG STREET CU SM AND DRIVEWAYS SHALL E SET BACK 16 14CHSO PER CVO ALL BPRKI.EB SHALL E ADJUSTED 90 THAT NO WATER 0 THROWN ONTO STRUCTURES CN NATURAL FACED MIA80HK WALLS, NO OVERTHROW S Pf3MNTED ON HARDSCAPE 11 12o VOLT POWER FOR OON mum Ka) S To BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNERS AUINOfi® RYEPROSENTATNE 13. RGA LANDSCAPE ARCNTE-cm NO SNAIL APPROVE ALL INFIELD DESIGN CHANGES DUE To SITE PLAN. AND LANDSCAPE PLAN CHANNGE TO GUARANTEE 1= SPF"U 91 COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL REMONSBILTn. 14 RGA LANDSCAPE ARCNIECrM NC eHALL NOT E REsPoNSBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING RAN PIPE SUM OR INADEQUATE STATIC PRESSURE OR NFB.D DESIGN CHANGES WITHOUT APPROVAL 15. RGA L400CAPE ARCHITECTS, INC S NOT RESPONSIBLE FOR BOORS N INSTALLATION F THEY HAVE NOT BEEN RETAINED FOR INSTALLATION OBSERVATION 16. LANDSCAPE CONTRACTOR SHALL FE:E3R TO SPECIFICATIONS FOR DETALA STANDARDS OF MATERIALS AND WCROMANSHP. SPECIAL NOTES L SINUS SPRAY HEADS ON A FISBR WILL ONLY E PSWITED NEXT TO A WAIL, A PENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR VIEW AN APPROPRIATE HEIGHT PROP -LIP SPRINKLER SHALL E INSTALLED ADJACENT 70 ALL WALKS, DRIVES; PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC . FINAL INSTALLATION N LAWN SAL E FLUSH AND N SRIIB BEDS ONE INCH ABOVE GRADE Z CONTRACTOR SHALL PROVIDE TWO BUBBLERS AT THE ELIDES OF THE ROOT BALL. FOR EACH FELD GROW OR 2C AND LARGER BOILED TREE OR AND OILER TEE£ AT THE DIRECTION OF THE LANDSCAPE DSCAPE ARCHITECT. �— KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL - 90% COMPACTION 2 24" Min. Or Per Spec 3 3. SAND (TYP) 4 4. NON —PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO 1. 2' MAINLINE SLEEVE. ALL SLEEVES TO BE SCH 2' 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE 6 OF HARDSCAPE ON BOTH ENDS. RECLAIMED r 4 B 5 2 WATER SLEEVES TO BE MINIMUM 42"-48" SECTION / ELEVATION DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). % COMPACTION REQUIRED — SEE SPECS O TRENCHING/SLEEVING DETAIL IRRIGATION HEAD TY (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL--� (THIS SHEET) FOR BUBBLER OR XERI—BUBBLER DETAIL i-V� TREE, PALM TRUNK — ROOT BALL FINISH GRADE � PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL N TYPICAL TREE AND PALM IRRIGATION DETAIL CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 at seq requiring efficient landscape and irrigation design Incooperation with the local governing agency (City or County).. 'C>STRt.C'K Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may notbe planted or installed in CVWD and USER easements or right-0-way without first nhtainng an encroachment permit from CVWD. ate I I WATER G WENT DE L4220� C Pan# - nF [ 0P]AFNT SlFRXAr.rq nFPARTMFNT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com = O Q —:: W W F_ n WJ� z cSC0 W 0 0=0 Q Z=a. LIJ H F_ U W 7 2 � SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: SM CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-17 REVISIONS ADDENDUM i1 4/21/15 NIT. TM 4.00 �l 0 D m I o F C 0 Q 1VJ m 'a poo D hjOQ�° 0l�0 3ADV Rim poo �0 •ij• tlpb D Sao pgp� V� 0 0 Do U 0 0 D 68 D� �g a 8 S�p �qq �'p 0 D "� 0 D ` a'b SOIL LEVEL SLIGHTLYPLANT ABOVE 0 D pQ D D �+D D 0 e D p pip 40y °� 1D 0°6 D PLANT PR DEPTH OF ROOT BALL KEEP SOIL MOIST, NOT WET D 9 NN gyp, PohD �b ° �V pD ° ro �p UNDISTURBED NATIVE SOIL � , i ann b V�D 0 ,RQ CUT OFF TOP SECTION OF PLANT PIT 2 TIMES DIA. OF ROOT BALL ~r 0 CUT OFF TOP SECTION STAKE DAMAGED BY HAMMERING o OF STAKE DAMAGED BY TREE TRUNK HAMMERING iV CINCH TIES OR EQUAL I TREE TRUNK AROUND TRUNK AND POLE ' VARIES w CINCH TIES OR EQUAL (2)-2' BY 2' BY 19-0' REDWOOD 12' PAST VINE BOTH SIDES TYP. AROUND TRUNK AND POLE b STAKES OR LODGEPINE POLE ALL NATIVE PLANTS SHALL COBBLE x W-2' BY 2' BY 19-9 HT. WALL ANCHOR AND SCREWS BE BACKIF LLED WITH REDWOOD STAKE OR Q WITH 18 GAUGE GAL WIRE NATIVE SCIL ONLY Q LODGEPI E POLE $2 TYR SOIL MIX FOR SUB-TROPICALS- 4 ao Q 2/3 NATIVE SOIL DECOMPOSED GRANITE ¢ N WATER BASIN a WATER BASIN. 1/3 KELLOGS NITROHUMU3 PLANT TOP OF ROOT BALL FLASH GRADE SLIGHTLY ABOVE SOIL LEVEL 0 0 NATIVE SOIL AREA- OPENING LEFT IN � FII�-I GRADE _ I COBBLE TO BE 2 TIMES CONTAINER SIZE ~ ROOT BALL 0 0 0 ROOT BALL BACKFILL MIX- (SEE SPECS.) DRIP EMITTER BACKFILL MIX- (SEE SPECS.) UNDISTURBED NATIVE SOIL 0 UNDISTURBED NATIVE 301E 0 0 PLANT PR 2 TIMES A3 WIDE AS ROOT BALL 0 0 PLANT PIT 2 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL NOTE- PLANT PIT AS DEEP AS ROOT BALL NOTE- 0 1. ALL NATIVE TREES AND SHRUBS TO BE 1. ALL NATIVE TREES AND SHRUBS TO BE 0 VINE BACKRLLED WITH NATIVE SOIL ONLY. BACKRLLED WITH NATIVE SOIL ONLY. at 00 2. SUB -TROPICAL TREES SHALL BE 2. SUB -TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER TABLETS NOTE- STAKE DETAIL ONLY APPLIES PLANTED WITH FERTILEER TABLETS NOTE- STAKE DETAIL ONLY APPLIES FINISH GRADE (SEE SPECS. TO STANDARD TRUNK TREES. (SEE SPECS.) TO STANDARD TRUNK TREES. SINGLE STAKE TREE DETAIL DOUBLE STAKE TREE DETAIL SHRUB PLANTING + VINE ESPALIER DETAIL PLANT IN COBBLE AREA - DETAIL 5 + 15 GALLON 24' BOX BTH+ BROWN TRUNK BOULDER HEIGHT AND IS ri MEASURED TO THE ----------- BASE OF THE CENTRAL SPEAR I ( I I FINISH COMPACTED 5U5GRADE I I l I I POT G NTER UNDISTURBED NATIVE SOL 2 /3 GRADE SEE P ARN FOR MATERIAL Z' BOULDER TYP iIION I I POT IRRIGATRIGAT STUBOUT I I I SEE IRRIGATION PLAN 12 I ` I 4' PVC SLEEVE l HORIZONTAL PLANE �/� 1/3 � ���� �j\\��\��\�\�\��\�\��� MIN FINISH GRADE — _ 0 — — —1 r — — FILTER CLOTH OVER DRAIN WATERPROOF W/ SILICONE PRUNE FRONDS BELOW �� SUB GRADE f BELOW HORIZONTAL PLANE r� , I-3' ARIZONA COBBLE PER ISA STANDARD NOTES: COMPACTED SUEGRADE E - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. N SUSTOe. - BOULDER SIZES TO BE APPROX. EOUAL IN ALL DIRECTIONS. COBBLE swALE secrlON DRAINA - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. 18' min. _ BOULDER DETAIL DRY STREAM SWALE DETAIL POT IN COBBLE AREA - DETAIL TAMP + WATER -SETTLE WHILE PLANTING — NOTE: NO PERMANENT STRUCTURES WITHIN CVWD -� PLANTING NOTES LIGHTING NOTES EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR GRADE 1 PLANTING PLANS ARE DIAGRAMMATIC FOR cLAFrrr of READING PLANTING IS TO t ALL AND Ls SHALL CONFORM LOCAL CODER AND A RE LACING AND/OR MAINTAINING ANY DECORATIVE BE ADJUSTED INFIELD A8 NECESSARY. BUBJFCT TO APPROVALBY THE LANDSCAPE AROTHERREP T OVAL B ARCHITECT OR OTHER 2PLANTOURTMLIST ISPROIDED FOR TMECONIVENENCEOFTI-E REPRESEITTA1IVEOr- OWNER. CONCRETE AND/OR LANDSCAPING INSTALLED OVER SEE BOOK SPEC'S CONTACTORMLENi AND 18 NOT INTENDED FOR ACCURATE BIDDING PURPOSES, 2 ALL LOHT FIXTURE LOCATIONS ME SHOWN DIAGRAMMATICALLY ON THIS PLAN VARIES CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGPROVIDINGPLANTS AS INDICATED ON ACTUAL LOCATIONS SHALL BE DETERMINED N THE FIELD ADD APPROV® BY THE DOMESTIC WATER AND/OR SEWER LINES. %14 PLAINS. LANDSCAPE ARCHITECT AFTERTHE TRIBES HAVE BEEN PLANT®. UNDISTURBED NATIVE SOIL a MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PFOVDED BY OTHERS. FINISH & OUANTI TES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND SEE HEIGHT OF PALM GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR ARE NOT NTEWED FOR ACCURATE BIDDING USE CONTRACTOR B RESPONSIBLE ROOT BALL 4. WHERE MOUNDING OCCURS ADJACETTO STREET OR WALKS, SWALES SHALL BE FOR PROVIDING UGHT A8 NDK ATED ON THE PLANS. FORMED ALONG THE STREET OR WALK TO CONTROL RRR CATION RUN OFF. 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5 (FIVE FEET) FROM 2 X DIA 5 BEF Q% ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED N POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LKIHTS WHICH ARE INSTALLED WITHIN 10' OF ROOT BALL AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE (TEN FEET) OF WATERS EDGE TO HAVE GFL 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER ACAS FROM LAWN AREAS WITH 5. INSTALL COMBS OUTLETS A8 LOW A8 LOCAL CODES PERMIT. HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. 6. INSTALL ELECTRICAL CONDUIT TO THE EDQE OF PLANING AFE8 80 AS NOT TO 7. WHERE CIRCUMSTANCES PERMIT DO NOT K ANT TREES CLOSER THAN 5 (FIVE INTERFERE WITH PLANT HOLE EXCAVATION. CONDUITS N THE WAY OF THREE F= TO AN EDGE OF PAVING, HEADERBOARD OR ROOF LINE ANY TREE PLANTED WITHIN S OF HAiDSCA'E SURFACE (EDGE OF SDEWALK, WALLS, CURBS, ETC) M1UBT HOLES SHALL BE RELOCATED AT NO EXTRA CHARiGE. 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (Sa NCI -ES) FROM CVWD LANDSCAPE APPROVAL HAVE LINEAR FOOT BARRIER INSTALLED AT TIME OF PLANING PER MANUFACTURE'S THE EDGE OF PAVING AND LAWN AREAS. WE019CATKNJB, EXCLUDING PROJECTS N PALM DESERT PER DIRECTIVE OF CITY Q INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF. MANUAL OVERRIDE PALM DE$glr LANDSCAPE MANAGER (SEE DETAIL) SWITCH TO BE LOCATED PRIOR TO NSTALLATK)R COORDINATE LOCATION OF These plans have been reviewed by the Coachella valley Water District in & DO NOT PLANT sHRueB CLOSER THAN & (THREE FEET) TO AN EDGE OF PAVING OR SWITCHES WITH OWNER T accordance with California Govememnt Code, Section 65591 at seq . A R requiring efficient landscape and irrigation design In cooperation with the HEADERBOARD, OR ' FROM LANDSCAPE LIGHT FIXTURES. 30 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.35 local governing agency (City or County). NOTE- 9. REMOVE ESPALIERED PLANTS FROM THEIR TRADING FRAMEWOWS AND ATTACH TO 10. MOUNT FIXTURES AS LOIN AS POSSIBLE; SCREEN (WHERE POSSIBLE) WITH THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS N THE SAME PLANTING. �!g T R f CS Approval of This drawing by CVWD staff does not constitute approval to 1. ALL NATIVE TREES AND SHRUBS TO BE PATTERN THEY HAVE BEEN TRAINED. 11. ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE BELL SP. encroach into district and USBR Rights -of -Way. Trees, plans, walls, and BACKFILLED WITH NATIVE SOIL ONLY. 10 REOUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO GALVANIZED STEEL UL LISTED EXTERIOR BELOW GRADE JUNCTION BOXES, OR AS permanent structures of any kind may not be planted or Installed in CVWt1 and USSR easements or right-of-way wiNpot nrst n6taimng an 2 SUB -TROPICAL TREES SHALL BE THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMTTAL PER NEC SPECIFICATIONS. encroachment permit from CVWD. PLANTED WITH FERTILIZER TABLETS FOR BUILDING PEFUT8. THE 12 ALL CORCUIITM SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR LJGHTNG PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT 15II,' d1d_ ( � (SEE SPECS. 1L BEFORE BACKFILLNG THE ROOT BALL, WATER THE PLANT IN HOLE AND THEN j i-S PROCEED WITH BAdCRLLNG. 14TENDED TO BE AN ELECTRICAL PLAN. ra= I I WATER EMENT DEP L.4225 PALM TREE DETAIL CVVVD Plan # DE LOPM7RVICES DEPARTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pd.com CD Q H W Q J Ill I'- P W U W Q SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER- TM DRAWN- SM CHECKED- - PROJ. NO: R1441 DATE- 1/15/15 SCALE- 11-10'-0' REVISIONS- ADDENDUM 41 4121/15 NIT. TM SHEET NO: L-6.00 PLANTING AND IRRIGATION MAINTENANCE SCHEDULE ? Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall Include but not be limited to checking, adjusting and repairing irrigation equipment resetting the automatic controller; aerating and de -thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas ? Whenever possible, repair of irrigation equipment shall be done with the origin* specified materials or their equivalents. PLANTING I. ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shall be tiled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and tramming. Replace mulch or inorganic cover (such as decomposed grange) as needed. B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to slow for their proper operation and normal spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as necessary. Trim and edge to maintain sidewalks and curbs free of plant growth. II. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, 0 severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission shall depend on the Contractor submitting to the Owner the following information: A. The exact location(s) where the herbicide is to be used. B. Verification that the herbicide has no harmful effect on desirable plant materials C. The herbicide will be applied at the manufacturer's instructions for application. Bermuda grass infestations of the shrubs, groundcover and slope areas, 9 severe, should be sprayed out and 'weedeaten'. M. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shag be made for evidence of disease and/or harmful neects ti evidence of such is found, a report shag h nedtately be submitted to the Owner. The report shall inchrde- A. Exact location(s) where disease and/or harmful Insects are prevalent. B. Contractor's opinion of the type of disease and/or insect. C. Contractor's recommendations for control and elimination of disease and/or harmful Insects. VI. FERTILIZATION A. General Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shag be in accordance with indicated rates and times in soils report. B. Method of Application In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc„ which might affect stability. After fertlzer application, monitor watering schedule to eliminate runoff of fertilizer materials in sokition. D. Trees and Shrubs An agricultural soils test and sole report must be completed prior to landscape installation. soil amendments must be installed per soil report recommendations using locally sourced material IRRIGATION SYSTEM I. Operation A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and adjusted accordingly to maintain efficient use of water bang applied. B. In determining rates of application, sol type, topography and weather conditions will be taken Into consideration. The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff. C. Contractor shag turn off all controllers when it Is unnecessary to irrigate due to adequate rainfall D. Irrigation heads shall be kept dear of overgrowth which may obstruct maximum operation. E. Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an irrigation system or any area resulting from the physical breakdown of the irrigation system. II. Maintenance A The Contractor shag be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and bacidlow protection devices, including the following items. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Quick Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any gem shall be with an gem of identical design, unless otherwise specified in writing by the Landscape Architect. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the Irrigation plan. b. Plastic pipefgtinge and connections shall be PVC Schedule 40. 2. The Contractor shall inspect and examine the irrigation system while water is on twice per month 3. Any part of the system not functioning normally shag immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shag be responsible for adjusting height of spray risers necessary to compensate for plant material growth. 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shag be responsible for trash removal from the ages. II. Contractor shall remove all debris resulting from the maintenance operations and depose of it off -age. All grass clippings deposited on roadways or walks shag be picked up after each mowing or trimming operation. Ill. AN debris resulting from any of the Contractor's operations shag be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. AN walkways will be kept dean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area MISCELLANEOUS I. The Contractor shag furnish and pay all costs for the following materiak Herbicides, pesticides and fungicides Irrigation system parts Fertilizers Tree stakes and ties AN tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs ) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Way Heads Lawn irrigation days per week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 Way b" head for lawn (in minutes per irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Rotating type head for lawn (in minutes der irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER AUDIT. Bubblers and Emitters Tree + shrub irrigation days per week, by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 5 4 3 2 Bubbler type head for trees (in minutes oar irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 10 16 20 28 36 40 42 34 30 20 14 8 Emitter type head for shrubs (in minutes per irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 12 18 24 36 42 48 48 42 36 24 18 12 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pd.com W D 0 TW i U W W CO J W Q �WU 0 Z a �= Z W 8 W Q C, L QWQ ca 0 Z Q a. Z � IL W UZ 0 U W H1 W CO^ � COZ U W 7 2 Q fin (L SPECIFICATIONS SHEET ❑ BOOK 0 PROJECT MANAGER: TM DRAWN: TM CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-OW REVISIONS: Z& ADDENDUM Al 4/21/15 NIT TM I SHEET NO: L-7.00 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soli type, temperature and plant water use. Contractor shag then program the controller to produce the scheduled water rates for each day, week, and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. ° °6 0 ° d'Q�00 0 0° Q Q0 00° 0 Q 0 W000 p , � °��p 0 Cp 0 �8 Q 0 ono O Fq0CAl °°Q00 �b° a0° 00°pt0U pp�O °p° oO°(�O p 0 ��° �° pD ° 00000Opj 0 0 �O ��000� ° 00 000 O) o ° OcO STEEL POST 000 0 0 cp O 00 °° o Q �0 °m0�� 0XO ° ° ° 0 0 �° 4� 000 0 Q CQ 0 0 8 0 _ 000 MM o �O ° 0a ° 00\ oQoo 6030w 0 0� o g o0 ° ° 0�0°0 0 ;� , 8 X 2 -1/2 8 Oo00 -1 0 0 0 o p o°o ff p �! Mountil�g 6rack t Nl� PURLIN p°� 1�°°�� ° 0°0° °�� �O o0 ° Q �00 8" MIN. MOUNTING O - ° S 0pp� �c$� o o°� o TREE BRACKETS WITH SHRUB OR ACCENT SELF TAPPING SCIRE-UJS \b r SMALL/LARGE UPL IGHT ° HARDSCAPE HARDSCAPE /; FG i VA/VA/AA; S MIN iE 2�1SEE SPECS FOR FURTHER NOTE. MOUNT FIXTURE ON DERMA POST. INFORMATION. SEE DETAIL THIS SHEET UFL f HT T�FE #2 AND 3 5OLLA T�FE #4 A f0 T T'rFE #9 SMALL STEEL POLE UPLIGHT j SIGN DERMA j POST #0,3H 2' MIN. BRONZE SMALL UFILIGHT CURB /i \,\\; !�!/V���;VAVvA;77 vim �� ��%AA%'AA% 36" MIN / 77777 2411 0 SEE SPECS FOR FURTHER NOTE: MOUNT FIXTURE ON DERMA POST. INFORMATION. SEE DETAIL THIS SHEET NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pd.com O J JWQ Q w w wJ c$w C� w w Z 0—U F- Q W Z < < J W 0. CL � U W a SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: T-10'-ow REVISIONS ADDENDUM f1 4/21/15 NIT TM SHEET NO: L-s.00 GOLF COURSE NOTE: NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR \ � � MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING 3:e _ INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. 7{ \ 3.4 +68 +6:3 12.57+A +. 4 +7.3 +6.7 3 +9.7 +3.7 +5.1 � \ %.7 +9.3 +9.3 1 2 t.4 .7 10.3 +9.2 .3 11. - ' a +7.7 + A 6.3 3.8 4.0 11.1 11.5 +7.9 8.2 6.8 4.0- s \. + +16.1 � + + �. 3.6 +5.3 + + 8.0 9.0 +5A + + 4.7 6.7 +7.3 + 6. t + + + 4.8 3 +5.6 13.7 +5.0 8.2 +7.3 3.4 3.5 I 3.3 9.2 10.5 6. 8.0 +7.6 t.8 6.2 +5.6 3.6 4.5 8.8 +7.2 4.7 4_5,\ 3.9 #3.7 +5.8 10.2 8� + + + + + + + + + + + -Al , / 6.0 0.7 9.3 6.4 .3 - �.3 -- 6� 4.4 17.6 +7. 4.0 3.9 +5.2 4.7 3.3� +5.8 8.6 {/.5 �+3 b � , �. if 9. +9. 6.1 .1 4.8 6.8 6.2 4.3 3.5 +5.0 t7it'5. 5 '8.2 +5.0 \ +5.3�' + + __ + \ +6.6 10.4 +7.4 +4.5 +4.3 .3 + .0 +5.9 +6.9 �+5.3 +5.5\ +�9 +5.8 +3.6 3.3 4.5 8.4 \! GOLF COURSE - i + +* .3 3.7 A+7.7 +8.1 +5.7 +9.7 +9.5 +6.6 +3.5 t7. 6.3 4. +6.0 +5.1 3.4 12.9 1 Y..8 ' * i +7.2 }7.8 �)�+4.3 +4�2 +7.6 6.4 +8.7 "�T-� 't7.9- *r-9 -t 6- A* +6.5 +7.7 +4. +6 3 +-8-9 -� 4 6 10.7 / 1 '` _ •. ALE/ \ + + t + + + A. 6 vv ; �4 3.9 .5 4. 6.0 1 „ -,SWALE 6 2 1 2. r f � y 8 t .2 +6.8 +4.4 +4.7 +6.1 1 6.2 V' 4.6 6.7 4.7 , + +4.3 +3.6 I +4.4 +4.6 +4.2 +5.0 +8.4 { .0 6.6 + .2 +5.3 o </� \ + + 9 +3.4 3.8 6.0 t-9 5 3. 4.1 4. / 7.0 3.5 4.1 +1.7 %.5 +7.9 9., I Z 0 +9.2 +3.6 $.3 +3.9A +4.6 12� +9.8 #3.7 +3.9 +4.7 +5.1 +7.5 {L8 - v A Q � r, ` +4.5 +4.2 +8� �7-� --+5.u- -tn - 3'3- 4 .5 +4.6 +5.2 +1.0 +7.3 \4.4 3.3 / +5.5 4.8 4.7 }7.1 +5.8 4.6 5.0 J BUILDING -8 �/_ ISSUED UNDER SWALE . S EP E RATE +3.4 + + + + + + + + 9.1 11.0 9.1 6.8 4.2 3.7 6.0 6.1 +5.4 +5.7 +7.2 +7.5 4.9 +3.5 3.9 3.5 �.9 +9.9 +7.5 +5.1 i � SUBMITTAL ��� + + + .8 / +9.2 6.0 3.5 +5.4 +7.4 6.4 4.8 4.7 +5.3 4.7 6.1 9.9 +5.5 3.6 +5.0 +5.5 / \ 4.5 10.8 +8.0 3.3 +5.4 t 7 %.4 +3.6 +3.4 %.0 +5.7 + A 10.7 +6.8 +3.9 / 0 /'ti--y� 7 � cl .3 0 +53 +56 2 +/7 +73 6 � � 9 t 3 +5.6 +5.0 +A +A +7.3 10.3 8+.8 4/4 / SW E O 8" VCP SEWER MAIN i ..+ v v �jPER CVWD DRAWING 3 / /op NO. 37466 ��✓ \ 9.8 .7 6.2 10. 3/. 6 4, SWALE J. \ -+4.2 +3+3.8 m_+6,3 457 _ BUILDING S i �Xll � -- SWALE � TER � � � � v � � M 12 , v '- X \ 32' CVWD DOMESTIC WATELJi� SANITATION EASEMENT PER DOC. #2008-0333031 `RECORDED. 06/18/08 - `t 12" DOMESTIC WATER l JMAIN PER CVWD DRAWING NO. 37450 1 ►� , � / �( icev � � � � - i; _ r--� O 14 SCALE: 1 " = 10'-0" SEE SHEET L-1.01 FOR CONSTRUCTION KEYNOTES AND GENERAL CONSTRUCTION NOTES. A 6 GRAPHIC SCALE NORTH 30, 20' 10, 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Z 3:: Q o _I J W w o ° J can 8 W FEW W (L LLLJ W LJ QcnD O �Z_ 0. co l 0 W OLM F- U I W SPECIFICATIONS SHEET ❑ BOOK 0 PROJECT MANAGER: TM DRAWN: SM CHECKED: - PROJ. NO: R1441 DATE: 1/15/15 SCALE: 19-10'-09 REVISIONS �-ADDENDUM b1 4/21/15 NIT. TM Z�- _ Z�_ - I SHEET NO: L-9.00 GOLF COURSE NOTE. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. } CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR -- ® 4*4� MAINTAINING ANY DECORATIVE CONCRETE AND/OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND/OR SEWER LINES. \ \ - Orient ��II= 45 �! \ Titt= s,5 MH \ ----- — / One= 176.728 - `I 1 MH Tilt = .5 Orient=180 `\ Tilt = 40 MH 1C� If Orient = 334.364 Orient = 326 ' , - {` Tilt = 47.083 Tilt = 40 n, c I_ \ H-i Or nt=99765 - Orient=188 MAM 181 Tilt = 50 Tilt 45 a Orient = 286.664 � e Tilt = 40 Orient =40 i I' Tilt = 50 ; 0 lent = 90 Orien42.9\ t = 31 M = 18 Tilt = 5 +tdH / �18 M Ti t= 50Orient 343-266 �-- - - . ! O lent = 88.868 Tilt = 42.5 - / T t = 50 u \ = 16.e r0 ient = 242.7 Orient = 24.443 Tilt = 55 Orient = 182 M 17 5 _ Offe a - �� _ Tilt = 50 � -\ /, Ti1t�Gi- 0 � f817.5 � _ , GOLF COURSE v Orient = 335.658 \ ; M Orient = Tilt= 46 - �.046 � � _ dent 56 Tilt - 32.5 - 41, T'll, O ent = 96.429 'I � I t �817 . � � � -- —Oriel-'197iS'�" 7 Til =45 M 7 _� Or nt=256.5 Tilt-55 -1 Tilt 40 M � H 1 ALE _ ' 38 , - Tilt OrientOnen_4 Tllt-s3 SWALE Tilt f <1A= -._.- iI \� it• _ t , �*O�� '`•,,". C'MH - 17.5 Orient = 296.5� Tilt = 50 Orient = 166. Tilt=45 Orient=344.168 gy - f Tilt =50 - 17.5 ,� / 11817.5 ,n O^ \ / i I Orient = 205 50 Tilt = On - s < % rl =as 107 Tilt 30 Orient=244.5 Tilt=42,&- rlen - Orient =170 °+. ', A it60 Tilt = 59 /BUILDING -8 i / �X � ' ISSUED UNDER SWALE o ent=,6.5 / / M 8 \ Tilt Orient = 7.538 i� - 18 / / SEPERATE / , A n '`*., Orient = 185.811 i A' Ti@ = 60 5H - 18 Orient = 350.5 MIN SUBMITTAL '� i 3 / A \ H=17.5 Tilt=58 orient = ao Tilt = 50 0 lent 89.5 Orte - 134.41 Ti t= 60 Orient 2 Til - c -- o S E /i 8' VCP SEWER MAIN \ / � % / ,-PER CVWD DRAWING � O nit= .5 N0. 37466 \ i � �/ � / TTiiltent =/ TER / SWALE - -- '�� BUILDING 8as7 / M v \ \ SWALE / - TE O j 1. \ 3CVWD DOMESTICWATE SANITATION EASEMENT/& A PER DOC. #2008-0333031 \ // \ RECORDED. 06/18/08 >�j '^ 12" DOMESTIC WATER- / MAIN PER CVWD DRAWING NO. 37450 Tilt=42.5 V ; -_ 'co O /hf, ent 6y t= 42. co Orient - 49.68 \ Tilt = 39.99 \ i MFMH1318 SEE SHEET L-1.01 FOR CONSTRUCTION KEYNOTES AND GENERAL CONSTRUCTION NOTES. 0 QO F \ SCALE: 1" = 10'-0" GRAPHIC SCALE NORTH -I 3020' 10, 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com Q CL Z OJ O JQ Q o� J � w w Z rco Q V co WQ 0.rW^r'' Qw� o ZQQ I c) (L a W L11 i- J o � IL SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER: TM DRAWN: SM CHECKED: — PROJ. NO: R1441 DATE: 1/15/15 SCALE: 11-10'-0' REVISIONS Z—ADMNIDW it 4/21/15 NIT. TM ZL_ — — 0_ - - SHEET NO: L-10.00